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A series of concrete-filled square and rectangular tube beam tests were carried out.
Cantilever beam tests were carried out to isolate two distinct collapse mechanisms, i.e. bending governed and shear governed deformation.
The beam tests were carried out at the CERN H2 area using a Silicon Beam Telescope, which consists of pairs of horizontal and vertical position sensitive silicon detectors.
In the first experimental stage, flexural beam tests were carried out to assess the use of short reinforcement splice lengths in continuity connections.
Twelve beam tests were carried out in order to investigate the bond strength and bond position function between corroded rebar and recycled aggregate concrete (RAC), with the electrochemical method adopted to accelerate steel corrosion.
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Four-point beam bending tests were carried out to determine the buckling and ultimate bending capacities of the UltraBEAM™2 and UltraZED™2 sections.
Just after mixing the steel fiber concrete (i.e., before casting the beams), slump tests were carried out for all the mixes.
In order to demonstrate the accuracy of this beam model, numerical tests were carried out by using the finite element method.
The rotational viscometer (RV), dynamic shear rheometer (DSR) and beam bending rheometer (BBR) tests were carried out on the recycled binders.
A total of 90 cylindrical and 24 small beam specimens were investigated, and all tests were carried out pursuant to the relevant Australian Standards.
Experimental tests were carried out on beams with straight and draped tendons as well as on a non-prestressed beam.
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